Laserfiche WebLink
CLIENT: <br /> NASH�ASSOCIATES BEAM DESIGN DATA PRO.TECT: <br /> ARCHITECTS DATE: <br /> NAME: <br /> � <br /> � . Roof Laads: <br /> i <br /> LL 25�}/sf <br /> DL 15 #/sf <br /> Total 40#/sf <br /> Unless I�'oted Otherwise <br /> � F'loor Loads: <br /> I LL 40�}/sf <br /> DL 10 �}/sf <br /> Total 50#/sf <br /> j Deck Loads: <br /> � LL 60�j/sf <br /> � DL 10 �f/sf <br /> ! Total 70�f/sf <br /> � Soil; 1500 PSF Min. <br /> ' Cancrete: Per IBC 12 <br /> � Masonry: Per IBC 12 <br /> � SteeL Per IBC 12 <br /> �ood: Per IBC 12 <br /> N'ailing: Per IBC 12 <br /> 4" Beam: Douglas Fir #2 <br /> fv = 180 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> 6'� Beam: Douglas Fir �2 <br /> fv = 170 <br /> fb = 875 PSI <br /> - E = 1,300,000 <br /> Joists & Hem Fir #2 <br /> Rafters: fv = 150 <br /> fb = B50 PSI <br /> E = 1,300,000 <br /> Glu—Lam Beams: <br /> fv = 240 PSI <br /> fb = 2,40� PSI (reduced by size factor, CF'�KI) <br /> E = 1,800,d00 <br /> 11644 N.E. 80th St. Kirkland, WA 96033 (425) 82B-4117 Fax (425) 822-1918 <br /> VFWW.NASH—ARCHITECTS.COM <br />